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Code Version 2010 FL# 10480.6
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FL 3Vtpe, 1114anufactufdr. IlVailidautd! gy; status•
FL104:90 Revision' Sunlast Metal. Steven.M. Approved
R3 FL#; FL10490.6:. Urlcii,.PIE
History Model:'.6 '5-V Crim...'p" (717) 932`-
13escriptio6 .Roof.Panel 26 Gauge Steel, 24"Width,,,Attached .d 8500`
Plywood Deck�w/optional R Old Insulation
Qiteg ory':.Roofin g
5uficategory: Metal.Roofing
*Appivved by RBPRIApprovals by DBPR shall be reviewed and,.ratified.'by'the POC:and[or;the Commission iif necessary.
Contact Us c':,>1940 North Monroe Street,Tallahassee FL-32399'Phonei 850-487-1824
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CBUCK enginenLmring
Specialtiy Structural Enginc=Prinq CBUCK,Inc.Certificate of Authorization#f8064
Evaluation Report
"5V Crimp"
Metal Roof Assembly
Manufacturer:
Sunlast Metal, Inc.
2120 SW Poma Drive
Palm City, FL 34990
(772) 223-4055
for
Florida Product Approval
# FL 10490.6 R3
Florida Building Code 2010
Per Rule 9N-3
Method: 1 - D
Category: Roofing
Sub - Category: Metal Roofing
Product: "5V Crimp" Roof Panel
Material: Steel
Panel Thickness: 26 gauge
Panel Width: 24"
Support: Wood Deck
Prepared by:
James L. Buckner, P.E., S.E.C.B.
Florida Professional Engineer# 31242
Florida Evaluation ANE ID: 1916 ,
Project Manager: Diana Galloway
Report No. 12-139-5V-S6W-ER
Date: 4/16/12
Contents: a. es L.Buckner,P E.,SECB
Evaluation Report Pages 1—7 Florida .E.# 1242
CBUCK,Inc.
1399 N.Killian Drive,Suite 4,West Palm Beach,Florida 33403
Phone:(561)491-9927 Fax:(561)491-9928 Website:www.cbuckinc.net
FL#: FL 10490.6-113
Date: 4 /6/12
Report NO.:12-139-5V-S6W-ER
Page 2 of 7
Spt'Cialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064
Manufacturer: Sunlast Metal,Inc.
Product Name: "5V Crimp"
Product Category: Roofing
Product Sub-Category Metal Roofing
Compliance Method: State Product Approval Rule 9N-3.005 (1) (d)
Product/System "5V Crimp"
Description: 26 gauge Steel roof panel mechanically attached to Plywood Deck with screws.
Product Assembly as Refer to Page 4 of this report for product assembly components/materials &
Evaluated: standards:
1. Roof Panel
2. Fasteners
3. Underlayment
Support: Type:
Wood Deck
(Design of support and its attachment to support framing is outside the scope of
this evaluation.)
Description:
• 15/32 (min.) or greater plywood,
• or Wood plank(min.specific gravity of 0.42)
Slope: Minimum slope shall be in accordance with manufacturer's recommendations, FBC
Section 1507.4.2 and applicable code sections.
Performance: Wind Uplift Resistance:
Design Uplift Pressure: METHOD 1: - 50.5 PSF
(Refer to"Table A"attachment details herein) METHOD 2: 106.75 PSF
• FL#: FL 10490.6-113
Date: 4 /6/12
Report No.: 12-139-5V-56W-ER
Page 3 of 7
SpL cllaltt j Structural Engineering CBUCK,Inc.Certificate of Authorization#8064
Performance Standards: The product described herein has demonstrated compliance with:
• U L580-06—Test for Uplift Resistance of Roof Assemblies
• U L 1897-04—Uplift test for roof covering systems
• TAS 125-03—Standard Requirements for Metal Roofing Systems
Standards Equivalency: The UL 580-94& UL 1897-98 standard version used to test the evaluated product
assembly is equivalent with the prescribed standards in UL 580-06 & UL 1897-04
adopted by the Florida Building Code 2010.
Code Compliance: The product described herein has demonstrated compliance with Florida Building
Code 2010,Section 1504.3.2.
Evaluation Report This product evaluation is limited to compliance with the structural requirements
Scope: of the Florida Building Code, as related to the scope section to Florida Product
Approval Rule 9N-3.001.
Limitations and Scope of"Limitations and Conditions of Use"for this evaluation:
Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical
documentation, specifications and installation method(s) which include
"Limitations and Conditions of Use" throughout the report in accordance
with Rule 9N-3.005. Per Rule 9N-3.004, the Florida Building Commission is
the authority to approve products under"Optional Statewide Approval".
• Option for application outside"Limitations and Conditions of Use"
Rule 9N-3.005(1)(e) allows engineering analysis for"project specific approval
by the local authorities having jurisdiction in accordance with the alternate
methods and materials authorized in the Code". Any modification of the
product as evaluated in this report and approved by the Florida Building
Commission is outside the scope of this evaluation and will be the
responsibility of others.
• Design of support system is outside the scope of this report.
• Fire Classification is outside the scope of Rule 9N-3, and is therefore not
included in this evaluation.
• This evaluation report does not evaluate the use of this product for use in the
High Velocity Hurricane Zone code section. (Dade& Broward Counties)
Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in
accordance with the Florida Building Code and Rule 9N-3.0005 (3) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA
1824).
• FL#: FL 10490.6-113
Date: 4 /6/12
Report No.: 12-139-5V-56W-ER
Page 4 of 7
Sp=C:11C y Structural Engtneerinq CBUCK,Inc.Certificate of Authorization#18064
Components/Materials Roof Panel: "5V Crimp"
(by Manufacturer): Material: Steel
Thickness: 26 gauge (min.)
Panel Width: 24" (max.) Coverage
Rib Height: 1/2"
Yield Strength: 40 ksi min.
Corrosion Resistance: In compliance with FBC Section 1507.4.3:
• ASTM A792 coated, or
• ASTM A653 G90 galvanized steel
Fastener:
Type: Hex-Head Wood Screw with WSW
Size: #10 x 1-1/2" "
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: Per ANSI/ASME 818.6.4
Underlayment:
Per roofing manufacturer's guidelines in compliance with FBC Section 1507.4.5
Insulation(Optional):
Type: Rigid Insulation Board
Thickness: 3" (max.)
Properties:
Density: 2.25 pcf(lbs/ft') min.
Or Compressive Strength: 20 psi min.
Insulation shall comply with FBC Section 1508. When insulation is incorporated,
fastener length shall conform to penetrate thru bottom of support a minimum of
3/16".
• FL#: FL 10490.6-113
Date: 4 /6/12
. Report NO.: 12-139-5V-S6W-ER
Page 5 of 7
Speclalty Structural Engineering CBUCK,Inc.Certificate of Authorization#8054
Installation: Installation Method:
(Refer to drawings on Pages 6-7 of this report.)
■ Row spacing: Refer to Table"A"
(along the length of the panel)
■ Fastener spacing: Nominal pattern of 12"o.c.
(along the row, across the panel profile &at the top of corrugation peaks)
■ Rib Interlock: Lapped
■ Minimum fastener penetration thru bottom of support,3/16".
■ For panel construction at the end of panels, refer to manufacturer's
instructions and any site specific design.
TABLE"A"
METHOD 1: METHOD 2:
Design Pressure: -50.5 PSF -106.75 PSF
Row Spacing: 16" 8"
Fastener Spacing: 12" 12"
Install the "SV Crimp" roof panel assembly in compliance with the installation
method listed in this report and applicable code sections of FBC 2010. The
installation method described herein is in accordance with the scope of this
evaluation report. Refer to manufacturer's installation instructions as a
supplemental guide for attachment.
Referenced Data: 1. TAS 125-03 Uplift Test
Hurricane Test Laboratory, LLC(FBC Organization#TST ID: 1527)
Report#: 0412-1017-05, Report Date: 02/22/06
2. Quality Assurance
By Keystone Certifications, Inc. (QUA ID: 1824)
Sunlast Metal &Solar, Inc. Licensee#385
3. Engineering Analysis
By CBUCK Engineering
4. Equivalency of Test Standard Certification
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization#ANE 1916)
5. Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization#ANE 1916)
FL#: FL 10490.6-R3
Date: 4 /6/12
Report No.:12-139-5V-56W-ER
Page 6 of 7
SpLClcslty Structuresl Engln=g'rinq CBUCK,Inc.Certificate of Authorization#8064
Installation Method
Sunlast Metal, Inc.
"5V Crimp" (26 Gauge) Roof Panel Attached to Wood Deck
Profile Drawings
24"Maximum Net Coverage
c
N
r
T
"5V Crimp" Panel
Typical Panel Profile View
Nominal 12"o.c. Nominal 12"o.c.
Fastener Spacing
Across Panel Width
#10 Hex-Head Screw with WSW
.Spaced 12"across the Panel
Assembly Profile View
Typical Fastening Pattern Across Row
FL#: FL 10490.6-R3
Date: 4 /6/12
CBUCK ,,-- Report No.:12-139-5V-S6W-ER
Page 7 of 7
Specialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064
Installation Method
Sunlast Metal, Inc.
"5V Crimp" (24 Gauge) Roof Panel Attached to Wood Deck
Panel Fasteners-
#10 Hex Head
Wood Screws with 5-V Crimp Roof Panel
Weather Sealing Washers
r•:! o� \gyp �;�::
3Y
Deck: Optional:
-15/32"or greater Plywood,or Insulation 3"maximum
-Wood plank
Typical Assembly Isometric View
TABLE"A"
METHOD 1: METHOD 2:
Design Pressure: -50.5 PSF -106.75 PSF
Row Spacing: 16" 8"
Fastener Spacing: 12" 12"